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KOLL’S  PATENT  LOCK  JOINT  COLUMNS 

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CATALOGUE  No.  19  1907 

H E N R W SANDERS 

Corner  Elston  and  Webster  Avenues,  Chicago,  111. 


CO 


NEW  YORK.  OFFICE 

1123  BROADWAY 

Telephone,  1682  Madison 


EASTERN  FACTORY 

Hartmann  Bros.  Mfg.  C o. 

MOUNT  VERNON,  N.  Y. 


PACIFIC  COAST 

A.  J.  IColl  Planing  Mill  Co. 

LOS  ANGELES,  CAL. 


MANUFACTURERS  OF 


ROLL'S  PATENT  LOCK  JOINT 
STAVED  and  TURNED  COLUMNS 


WE  ARE  THE  ORIGINATORS  OF  THE  LOCK  JOINT  STAVE 


“ K.oll  s Patent  Col  umns  Cannot  Come  Apart 

WE  GUARANTEE  ALL  OUR  WORK 


THIRD  EDITION 


Copyright,  1907,  by  Hartmann  Bros.  Mfg.  Co. 


APART. 


See  Page  44  for  Description  of  our  New  Factory 


CONSTRUCTION 


INTRODUC  I ION 


LOCK  JOINT 


HOLLOW  SHAFT 


FORMING  SHAFT 


The  Koll  patent  lock  joint  is  now  so  well  known  to  the  trade  that  a detail  description 
seems  unnecessary  at  this  time,  a glance  at  the  section  of  column  shows  why  they  “can- 
not come  apart.”  For  the  benefit  of  those  who  are  not  familiar  with  our  column,  we 
would  like  to  call  attention  to  the  following  reasons  why  they  are  being  so  generally 
specified  and  used  where  first  class  work  is  required. 

W e are  the  originators  of  the  lock  joint  stave  and  our  columns  have  proved  not  only 
“good  to  look  at,”  but  have  stood  the  test  of  time,  as  thousands  now  in  use  testify. 

No  blocking  or  inside  form  is  required  in  any  of  our  shafts,  as  stock  used  is  of 
sufficient  thickness  and  our  joint  permanent  and  secure  enough  to  support  the  shaft  and 
the  superimposed  load,  furnishing  a column  as  well  as  cap  and  base  that  is  hollow 
throughout  and  ready  for  the  introduction  of  either  timber  or  iron  column,  that  may  be 
found  necessary  to  carry  any  unusual  load. 

The  staves  after  being  thoroughly  heated  in  the  steam  box  are  rapidly  glued  with 
brush  and  placed  in  forms  and  immediately  clamped  with  specially  devised  clamps  placed 
on  shaft  at  intervals  of  eighteen  inches,  therebv  insuring  as  perfect  a union  as  hot  glue 
and  powerful  pressure  can  secure.  The  clamping  up  process  being  complete  before 
stock  is  cold;  a very  important  consideration. 


4 


CORRECT 
ENTASIS 
SECURED  IN 
FORMING  STAVE 
ITSELF. 

(Pat.  1904) 


FLUTING 


STOPPING 

FLUTES 


WHEN  USED  FOR 
SURROUNDING 
IRON  COLUMNS 
OR  SUPPORTING 
TIMBERS 


WOOD  CAPS  AND 
BASES 


All  columns  manufactured  under  Roll  patents  are  made  in  our  own  factories,  every 
shaft  being  turned  in  the  lathe,  thereby  permitting  the  proper  entasis  to  be  secured. 
The  staves  are  straight  one-third  and  swell  tapered  upper  two-thirds,  so  that  when  shaft 
is  formed  the  correct  entasis  is  obtained  in  the  rough,  securing  enough  stock  top  and 
bottom  of  shaft  to  permit  our  turning  to  proper  detail  and  for  fluting  and  to  form  top  and 
bottom  “turnout"  and  neck  moulding,  if  any  is  called  for,  on  the  shaft  itself  without 
cutting  too  close  to  joint;  these  points  of  construction  being  appreciated  by  the  architect, 
but  found  lacking  in  many  so  called  “lock  joint"  staved  columns  now  on  the  market.  In 
the  absence  of  detail  drawing  we  make  entasis  to  conform  to  the  classic  orders. 

We  fl  ute  all  columns  and  pilasters  by  means  of  a special  fluting  machine  designed 
by  us;  we  obtain  the  proper  width  of  fillet  between  flutes  and  depth  of  flute  automatically, 
regardless  of  their  number,  or  entasis  of  shaft. 

We  stop  all  flutes  properly  by  means  of  an  attachment  to  same  machine,  at  a 
comparatively  low  cost;  the  expense  of  doing  this  part  of  the  work  by  hand  accounts  for 
its  absence  on  many  columns  being  offered  to  the  trade  and  on  others  now  in  use,  an 
omission  that  is  fatal  to  the  proper  architectural  effect.  We  are  prepared  to  furnish 
columns  with  any  style  of  fluting  or  reeding  desired. 

Where  iron  or  other  columns  are  already  in  place  and  it  is  desired  to  use  our  lock  joint 
column  to  add  to  the  appearance,  we  will  furnish  them  in  two  halves  with  dowels  in  the  smaller 
and  rail  screws  in  the  larger  sizes,  ready  for  placing  in  position  at  a small  additional  expense. 

Members  of  caps  and  bases  are  mitered,  glued  and  nailed,  with  inside  of  joint 
reinforced  with  glued  and  nailed  blocks,  showing  no  end  grain  at  any  point. 


5 


CENTERING  CAPS 
AND  BASES 


DOWELING  FOR 
CAPS 


COMPOSITION 

CAPS 


CARVED  CAPS 


MATERIAL  FOR 
COLUMNS 


VENEERED 

COLUMNS 


HARDWOODS 


Adjoining  members  are  set  in  white  lead  and  well  nailed,  the  joints  being  broken 
in  building  up;  plinths,  unless  otherwise  ordered,  are  also  mitered. 

W e turn  a shoulder  on  top  and  bottom  of  shaft  and  recess  adjacent  cap  and  base 
member,  thus  keeping  caps  and  bases  always  properly  centered. 

Wh  ere  Composition  caps  are  used  we  furnish  suitable  wood  dowel  shouldered  on 
top  of  shaft  to  carry  the  weight. 


For  information  regarding  Composition  caps  see  page  36. 


Our  caps  are  carved  by  hand  from  the  various  hard  or  soft  woods  similar  in  design 
to  the  Composition  caps  shown  in  this  catalogue  or  to  your  detail. 


U 


nless  otherwise  ordered,  stock  will  be  1 J + , 1 % 2,  20  and  3 inches  thick  as  follows : 
Columns  from  6 to  8 inches  diameter,  stock  10  inches  thick. 


9 ‘ 

‘ 12  “ “ 

; “1 1 , 

13  ‘ 

‘20  “ 

“ 9 

21  ‘ 

‘ 30 

“ 9 i. 

31  ‘ 

<42  “ ‘ 

‘ “ 3 

We  also  manufacture  veneered  columns  of  any  kind  of  wood,  the  core  being  made 
with  our  lock  joint  construction  and  then  veneered.  We  veneer  columns  with  the  reg- 
ular entasis. 


W e are  furnishing  columns  built  of  the  various  hard  or  soft  woods  for  interior  or  exterior 
use;  our  methodjof  construction  permitting  us  to  use  the  more  expensive  woods  at  a 
minimum  cost.  All  our  stock  being  properly  time  seasoned  and  kiln  dried  before  using. 


INSTRUCTIONS  FOR  ORDERING  COLUMNS  AND  PILASTERS 


When  ordering  columns  from  our  catalogue,  give  quantity  wanted  and  size  at  largest 
and  smallest  diameter  of  shaft  and  length  over  all.  State  if  for  interior  or  exterior  use. 

When  ordering  pilasters  to  match  columns,  give  dimensions  at  top  and  bottom,  or 
state  whether  width  is  to  be  equal  to  largest  or  smallest  diameter  or  to  have  mean  diameter 
of  shaft,  or  if  they  are  to  have  same  taper  as  columns.  Give  also  depth  of  return. 

Note  line  drawing  of  section  of  columns  and  pilasters  on  opposite  page  when  ordering. 

When  Composition  caps  are  to  be  used  we  furnish  suitable  wood  dowel  with  columns 
to  carry  the  weight,  without  extra  cost. 

We  make  no  extra  charge  for  thoroughly  priming  all  columns  and  pilasters  with  one 
good  coat  of  lead  and  oil. 

Be  as  explicit  as  possible;  give  catalogue  number  of  design.  Do  not  cut  the  Catalogue. 
A glance  at  the  cuts  on  opposite  page  will  show  where  measurements  are  usually  taken. 

State  where  and  to  whom  you  wish  shipment  to  be  sent;  also  whom  you  desire  to 
have  notified  of  shipment. 

We  will  promptly  furnish  estimate  on  styles  or  sizes  not  given  in  our  catalogue  on 
receipt  of  detail  drawings;  also  on  pedestals  and  on  high  class  turned  work  of  any  description. 

See  page  37  for  instructions  for  ordering  composition  capitals. 


Showing  where  Measurements  of  Columns  should  re  taken. 


\ arious  Styles  of  Finishing  Neck  of  Columns  and  Pilasters  i or  Composition  Caps. 


8 


TERMS 


1.  As  we  pack  goods  with  the  greatest  care  we  are  not  responsible  for  breakage  or  loss  in 
transit,  our  B L being  guarantee  of  good  order  when  shipped,  also  that  number 
of  packages  called  for  were  forwarded.  All  shortage  should  be  noted  on  freight  bill 
and  any  damage  or  breakage  noted  by  agent  on  the  same,  before  payment  is  made. 
We  will  help  customers  sustain  damage  claims  if  fully  informed  as  to  the  loss. 

'1.  In  the  absence  of  the  usual  commercial  rating  send  us  check  or  satisfactory  references 
with  your  first  order,  else  the  order  may  have  to  wait  until  we  determine  what 
credit  your  financial  standing  entitles  you  to. 

3.  Thirty  days  net,  or  two  per  cent,  discount  for  cash,  ten  days.  Where  prices  are 

made  delivered,  freight  charges  are  first  to  be  deducted. 

4.  Price  list  is  published  separately. 

5.  Prices  subject  to  change  without  notice. 


HENRY  SANDERS  CO.,  CHICAGO,  ILL. 


0 


No.  180 

SQUARE  COLUMNS 

We  make  square  columns  to 
match  any  style  of  round  column 
shown  in  our  catalogue  ; also  to 
any  special  detail. 


No.  195 

GREEK 

DORIC  COLUMN 

Fluted 


No.  180 


No.  195 


10 


HENRY  SANDERS  CO..  CHICAGO,  ILL. 


No.  200 

TUSCAN  COLUMN 

Plain 


No.  205 

TUSCAN  COLUMN 

Fluted 


No.  200 


No.  205 


HENRY  SANDERS  CO.,  CHICAGO,  ILL. 


12 


HENRY  SANDERS  CO.,  CHICAGO,  ILL. 


No.  215 


No.  215-$ 


No.  210 


HENRY  SANDERS  CO.,  CHICAGO,  ILL. 


13 


PERGOLA  ON  THE  GROUNDS  OF  THE  MIDLOTHIAN  GOLF  CLUB  BLUE  ISLAND,  ILL. 


No.  220 


HENRY  SANDERS  CO.,  CHICAGO,  ILL. 


No.  220 

PLAIN  COLUMN 

Doric  Cap  Attic  Base 


No.  225 

FLUTED  COLUMN 

Doric  Cap.  Attic  Base 


No.  225 


IIENRY  SANDERS  CO.,  CHICAGO,  ILL. 


15 


PR  tINA WEAVERS  RESIDENCE.  FINDLAY,  QHIQ 


16 


HENRY  SANDERS  CO.,  CHICAGO,  ILL. 


No,  230 


No.  230 


PLAIN  COLUMN 

With  C omposition  Roman  Ionic 
Cap 

Attic  Base 


No.  235 

FLUTED  COLUMN 

With  Composition  Roman  Ionic 
Cap 

Attic  Base 


No.  235 


HENRY  SANDERS  CO.,  CHICAGO  ILL 

17 


AN  INTERIOR 


IS 


HENRY  SANDERS  CO.,  CHICAGO,  ILL. 


No.  240 

PLAIN  COLUMN 

Composition  Angular  Ionic  Cap 

( Scamozzi ) 

Attic  Base 


No.  245 


FLUTED  COLUMN 

Composition  Angular  Ionic  Cap 

(Scamozzi  i 

Attic  Base 


No.  240 


No.  245 


HENRY  SANDERS  CO.,  CHICAGO,  ILL. 


in 


ALLENHURST  CLUB.  ALLENHURST,  N J 
Geo.  A.  Freeman  and  Francis  Geo.  Hasselman,  Architects.  N Y. 
'M0J4  inch  columns  and  60l4*inch. 


20 


HENRY  SANDERS  CO.,  CHICAGO,  ILL. 


No.  250 


PLAIN  COLUMN 

With  C omposition  Corinthian 
Cap 

Attic  Base 


No.  255 

FLUTED  COLUMN 

W,th  C omposition  Corinthian 
Cap 

Attic  Base 


No.  250 


No.  255 


HENRY  SANDERS  CO.,  CHICAGO,  ILL. 


21 


THE  LARGEST  ' LOCK  JOINT"  COLUMN  EVER.  BUILT.  (40J4  in.  diameter,  33  ft.,  10  in.  long.) 
One  oF  Four  Furnished  by  us  For  the  Portico  oF  the  Allenhurst  Club. 


No.  260 


HENRY  SANDERS  CO.,  CHICAGO,  ILL. 


No.  260 

PLAIN  COLUMN 

With  Composition  Greek  Ionic 
Cap 

Attic  Base 


No.  265 

FLUTED  COLUMN 

With  Composition  Greek  Ionic 
Cap 

Attic  Base 


No.  265 


HENRY  SANDERS  CO.,  CHICAGO,  ILL. 


23 


'■SHADOW  LAWN,”  FORMER  RESIDENCE  OF  JOHN  A,  McCALL,  LONG  BRANCH.  N.  J.  (President  of  N.  Y.  Life  Ins.  Co. 

Henry  Edward  Cregier,  Architect.  N.  Y. 

203 6 inch,  40-20  inch.  2 28  inch.  4 24  inch.  32  l6*inch  and  4 2Q  inch)  columns. 


24 


HENRY  SANDERS  CO.,  CHICAGO,  ILL. 


No.  270 


No.  270 

PLAIN  COLUMN 

With  c omposition  Angular 
Greek  Ionic  Cap 

Attic  Base 


No.  275 


FLUTED  COLUMN 

With  C omposition  Angular 
Greek  Ionic  Cap 

Attic  Base 


No.  275 


HENRY  SANDERS  CO.,  CHICAGO,  ILI 


RESIDENCE  OF  MR.  S.  P.  SHOTTED,  SAVANNAH,  GA, 
Ingle  dr  A|mirall  (in  liq.).  Architects  R.  F Almirall,  N.  y. 


26 


HENRY  SANDERS  CO.,  CHICAGO,  ILL. 


No.  280 

PLAIN  COLUMN 

With  Composition  Augular 
Greek  Ionic  Cap  w ith 
Necking 

Attic  Base 


No.  285 

FLUTED  COLUMN 

With  c omposition  Angular 
Greek  Ionic  Cap  with 
Neck  ing 

Attic  Base 


No,  280 


No.  285 


HENRY  SANDERS  CO.,  CHICAGO,  ILL. 


W.  F.  FELTON'S  RESIDENCE.  FINDLAY.  OHIO.  4 22  inch  columns. 


28 


HENRY  SANDERS  CO.,  CHICAGO,  ILL. 


No.  290 


PLAIN  COLUMN 

With  Composition  Erechtheum 
Cap 

Attic  Base 


No.  295 

FLUTED  COLUMN 

With  Composition  Erechtheum 
Cap 

Attic  Base 


No.  290 


No.  295 


IIENRY  SANDERS  CO.,  CHICAGO,  TI.L. 


29 


"ST  HELIERS,"  RESIDENCE  QF  MR.  WILLIAM  ADAMS.  MT  VERNON,  N.  Y 
Walter  F.  Stickles.  Architect,  Mt.  Vernon,  N.  Y 


30 


HENRY  SANDERS  CO.,  CHICAGO,  ILL. 


No.  300 


PLAIN  COLUMN 

With  Co  mposition  Renaissance 
Cap 

Attic  Base 


No.  305 

FLUTED  COLUMN 

Witk  Composition  Renaissance 
Cap 

Attic  Base 


No.  300 


No.  305 


HENRY  SANDERS  CO.,  CHICAGO,  ILL. 


31 


LUXEMBURG  APARTMENTS.  CHICAGO,  ILL.  ( 1 1-22  inch  columns.' 
O.  R.  Wilson,  Architect. 


32 


HENRY  SANDERS  CO.,  CHICAGO,  ILL. 


No.  310 


PLAIN  COLUMN 

With  Composition  Angular  Ionic 
Cap  with  Pendants 

Attic  B ase 


No.  315 


FLUTED  COLUMN 

With  Composition  Angular  Ionic 
Cap  with  Pendants 

Att  ic  Base 


No.  310 


No.  313 


SHOREUPASSENCER  DEPOT,  CHICAGO,  ILL. 


34 


HENRY  SANDERS  CO.,  CHICAGO.  II  L 


No.  320 


No.  320 

PLAIN  COLUMN 

With  Composition  Composite 
Cap  and  Attic  Base 


No.  325 

FLUTED  COLUMN 

With  Composition  Composite 
Cap  and  Attic  Base 


No.  323 


HENRY  SANDERS  CO.,  CHICAGO,  ILL. 


36 


No.  215  F. 


We  have  every  facility  for  making 


No.  220  F. 


Pilasters  and  Square  Columns.  We 
ordered  with  Columns.  ( 


No.  240  F. 

match  Eluting  of  Shaft  and  Moulding 
See  directions  on  page  6 when  ordering. ) 


No.  255  F. 

of  Caps  and  Bases,  also  Composition  Caps 


when 


36 


HENRY  SANDERS  CO.,  CHICAGO,  ILL. 


COMPOSITION  CAPITALS 


We  are  pleased  to  announce  that  we  have  in  operation  a complete  plant  for  the  manufacture 
of  Composition,  or  Staff,  Columns  and  Pilaster  Capitals. 

The  delay  and  inconvenience  we  have  at  times  experienced  in  filling  orders  for  Columns  and 
Pilasters  with  ornamental  caps,  led  us  to  take  this  step,  and  we  are  now  able  to  fill  orders  with 
greater  dispatch. 

We  are  prepared  to  fill  orders  for  caps  only,  if  desired,  from  3 to  32  in.  in  diameter,  and  01 

any  design.  Our  stock  models  are  made  of  the  proportions  called  for  by  the  various  orders  of 

architecture.  Caps  of  conventional  design  aie  modeled  with  very  pleasing  lines  and  of  proper 
proportions. 

Our  work  will  be  found  clean  and  well  executed.  Our  experience  as  column  specialists, 
together  with  the  fact  that  we  employ  none  but  the  best  artisans,  assures  satisfactory  results. 

We  keep  in  stock  for  prompt  shipment  the  sizes  and  styles  of  caps  most  frequently  called  for. 

Caps  for  exterior  use  are  treated  to  withstand  the  deteriorating  influence  of  the  weather.  Those 
for  interior  use  can  be  stained  to  match  any  color  woodwork. 

These  capitals  will  not  shrink,  check  or  decay.  The  material  being  fibrous  in  character,  may 

be  sawed,  nailed  or  screwed;  but  being  of  mineral  composition,  is  not  affected  by  atmospheric 

conditions. 

We  can  furnish  any  style  cap  carved  in  hard  or  soft  wood;  prices  on  application. 

Exterior  caps  should  always  be  flashed  with  sheet  lead. 

See  page  37  for  instructions  for  ordering  caps. 


HENRY  SANDERS  CO.,  C1IICAOO,  ILI 


3 


INSTRUCTIONS  FOR  ORDERING  COMPOSITION  CAPITALS 

In  ordering  capitals  give  number  and  size  required  and  state  whether  for  Exterior  or 
Interior  use. 

Diameter  of  column  should  be  taken  where  shown  on  figure  i,  page  7,  for  Corinthian, 
Erechtheum,  Composite,  Angular  Greek  with  necking,  Scamozzi  with  necking  and  Renaissance  capitals 
and  on  figure  2 or  3,  whichever  way  neck  or  shaft  is  turned  for  other  caps  shown  in  catalogue. 

Wood  Dowel — Dotted  lines  indicate  wood  dowel  or  core  which  is  to  be  used  to  carry  the 
weight  imposed  on  column.  This  should  be  made  about  yi  in.  longer  than  height  of  caps.  For 
capitals  with  5 in.  to  11  in.  diameter  neck,  make  dowel  1 in.  smaller  in  diameter,  12  to  16  in.  capitals 
1 y2  in.  smaller,  and  for  17  in.  to  24  in.  capitals  1 -yf  in.,  25  to  30  in.,  234  in. 

Pilaster  Caps — Unless  otherwise  specified,  pilaster  capitals  will  be  furnished  with  same  shaft 
measurement  as  column  capitals  and  returning  one-half. 

Cove  Moulding — All  capitals  are  furnished  without  cove  moulding. 

Note  line  drawing  of  section  of  columns  and  pilasters  on  page  7 before  ordering. 


HENRY  SANDERS  CO.,  CHICAGO,  ILL. 


Angular  Ionic  with  Pendants.  (Page  32) 


Greek^Iomc.  _(Page  22) 


(Page  18) 


Roman  Ionic.  (Page  16) 


Modern  Ionic. 


HENRY  SANDERS  CO.,  CHICAGO,  ILL, 


39 


Erechtheum.  (Page  28) 


Erechtheum  Antae. 


Angul  ar  Greek  Ionic.  (Page  24) 


Scamozzi  with  Necking. 


Angular  Greek  Ionic  with  Necking.  (Page  26) 


Erechtheum,  No  Necking. 


40 


HENRV  SANDERS  CO.,  CHICAGO,  ILL. 


Corinthian.  (Page  20) 


Composite.  (Page  34) 

BRACKETS  AND  CONSOLES. 


Renaissance.  (Page  30) 


We  Have  an  assortment  of 
models  covering  a wide  range 
of  sizes  and  detail. 

Send  for  our  special  circular 
No.  14  giving  dimensions,  etc 


HENRY  SANDERS  CO.,  CHICAGO,  ILL. 


41 


Styles  of  Columns  most  suitable  for  Pergolas,  our  No.  195  to  225  inclusive, 

In  ordering  always  mention  that  they  are  to  be  used  for  this  purpose. 


PERGOL AS 

(Scientific  American  Building  Monthly,  January.  1903,1 

THE  pergola  is  now  so  common  a feature  of  the  architectural  garden 
that  it  would  almost  seem  incomplete  without  one.  Like  all  ex- 
cellent devices,  it  should  have  a reason  in  its  use,  and  should  not  be  set 
up  in  a garden,  however  large,  unless  it  fits  in  with  its  style  and  has  a 
definite  reason  for  its  introduction.  The  word  is  of  Italian  origin,  and 
means  a wooden  horizontal  trellis  supported  by  columns  or  posts.  The 
latter  may  stand  free  or  have  an  upright  trellis  between  them.  The 
structure  is  so  beautiful,  it  is  such  an  admirable  covering  for  a favorite 
walk,  it  fits  in  so  completely  with  an  elaborate  Italian  garden  that  its 
popularity  is  readily  accounted  for.  In  their  most  elaborate  form  they 
are  carefully  designed  structures,  planned  and  arranged  by  an  architect, 
who  will  see  that  the  proportions  of  the  columns  are  correct  and  the  whole 
a proper  piece  of  architecture.  * * * Many  old  Italian  pergolas  are 

solid  square  stone  piers  supporting  a framework  of  poles  or  timber.  In 
England,  rustic  pergolas  are  sometimes  made  of  larch  poles  which  are 
supported  byr  stout  wooden  posts.  But,  whatever  the  form,  the  vines  with 
which  they  are  intended  to  be  covered  are  an  essential  part.  Pergolas  are 
not  built  as  graceful  structures  having  a beauty  of  their  own  alone.  They 
may  have  that  in  abundance,  and  be  real  works  of  art,  but  their  real 
purpose  is  to  support  vines,  and  until  they  have  been  well  covered  with 
trailing  foliage  they'  have  not  completed  their  purpose.  * * * 


V V V 

The  exposure  columns  are  subjected  to,  when  used  for  work  of  this  character,  necessitates  the  use  of  a shaft  whose 
staves  are  not  merely  held  together  by  glue,  but  are  united  by  interlocking  surfaces  of  approved  design. 

The  absolute  security  of  our  “ Koll’s  Patent”  lock  joint  and  the  reputation  it  lias  made  during  the  past  ten  years, 
warrants  our  proposal  to  furnish  our  columns  for  pergola  or  other  work  with  the  guarantee  that  they  will  not  come  apart. 


Send  for  Pamphlet  No.  11  — Pergolas. 


42 


HENRY  SANDERS  CO.,  CHICAGO.  II.L. 


VIEW  OF  PERGOLA  IN  GARDEN  AT  BELLE  HAVEN  GREENWICH  CONN 


HENRY  SANDERS  CO.,  CHICAGO,  ILL. 


43 


No.  225  SP. 


There  is  nothing  more  attractive  or  useful  than  the 

= OLD  style:  = 

SUN-DIAL 

Without  its  S un-Dial  a country  home  is  not  complete. 

There  is  an  individuality  about  the  Sun-Dial  that  is  hard  to  explain,  while  a 
clock  (no  matter  how  fine)  never  enters  into  our  affections  like  the  old  Sun-Dial 
standing  in  the  lawn  or  garden;  it  becomes  a part  of  the  place  as  much  as  the 
house  itself. 


“ / have  no  sound,  nor  voice,  yet  by  the  light 
Of  sunbeams  touched,  / tell  the  hours  aright." 


“Though  clocks  have  long  driven  the  sun-dial  from  the  busy  work-a-day  world,  and  now  occupy  their  former 
place  on  the  walls  of  our  public  buildings  and  proclaim  the  hour  with  brazen  tongue  from  our  church  towers,  may 
we  still  not  find  room  for  the  sun-dial  among  tlie  flowers  or  on  the  walls  of  our  country  homes? 

“ If  we  no  longer  consult  them  as  oracles  and  rarely  setk  from  their  carven  face  to  learn  the  hour,  there  will 
be  ever  about  the  sun-dial,  with  its  old-world  associations  and  romantic  memories,  a beauty  of  sunshine  ar.d 
shadow  that  will  more  than  repay  the  trouble  of  erection. 

“To  discard  the  sun-dial  entirely  or  allow  the  many  beautiful  thoughts  and  fancies  to  which  it  has  given 
rise  to  be  forgotten,  would  seem  like  turning  our  backs  on  an  old  friend  or  wantonly  neglecting  a part  of  the 
beauty  and  learning  of  the  past.” — From  “77/e  Titi/e  Piece  of  Shadows,"  by  Henry  Spencer  Spa/, -man. 


Send  for  Pamphlet  No.  29,  showing  various  styles  and  Prices  of  Pedestals  with  Sun-Dials  complete. 


44 


HENRY  SANDERS  CO.,  CHICAGO,  ILL. 


NEW  FACTORY 
BUILDING 


COLUMNED 

OPENINGS 


GENERAL  PORCH 
MATERIAL 


On  page  2 you  will  find  cut  of  our  new  factory  building.  It  is  equipped,  regardless 
of  expense,  to  insure  the  best  handling  of  our  work.  The  factory  is  so  arranged  that 
the  manufacture  and  assembling  of  the  different  parts  is  performed  in  the  most  work- 
manlike manner  in  the  least  possible  time. 

In  our  modern  dry  kiln  (600,000  ft.  capacity)  we  have  installed  every  known  device 
and  the  best  that  money  can  buy  to  secure  the  perfect  seasoning  of  every  stick  that 
enters  into  any  part  of  the  construction  of  our  product. 

We  consider  prompt  shipments  one  of  the  most  important  features  of  our  business 
and  it  has  been  a prime  factor  in  all  the  consideration  bearing  on  the  construction  of  the 
new  factory.  Probably  no  manufacturer  of  this  line  of  goods  has  equal  facilities  for  pro- 
ducing high  class  work  in  such  limited  time. 

We  respectfully  invite  all  interested  to  visit  our  new  factory  to  be  convinced  of  our 
ability  to  properly  and  promptly  take  care  of  their  requirements. 

We  have  a special  department  for  the  manufacture  of  Columned  Openings.  These 
openings  we  can  furnish  in  all  hardwoods  in  the  solid,’ staved,  or  veneered.  Our  design- 
ing department  is  at  your  disposal  and  would  be  pleased  to  submit  sketches  and  designs 
for  your  consideration. 

In  addition  to  the  manufacture  of  columns,  we  have  excellent  facilities  for  furnish- 
ing a general  line  of  Porch  work,  such  as  Pilasters,  Pedastals,  Balusters,  Cornices,  etc. 
Our  continued  and  extended  efforts  in  the  production  of  this  class  of  work  enables  us 
to  quickly  comprehend  the  plans  and  interpret  the  wants  of  the  most  discriminating 
architect. 


HENRY  SANDERS  CO.,  CHICAGO,  ILL. 


45 


A Partial  List  of  Public  Buildings 


Furnished  with  Koll  s Patent  Lock  Joint  Columns 


State  Normal  School 

4-35 

inch 

Cols. 

- 

Troy 

- 

- 

Ala. 

Beauvoir  Club 

4-18  inch,  4-12 

Architect,  B.  R.  Smith 

- 

Montgomery 

- 

- 

4 4 

Hospital  4-32  inch,  4-19  inch,  6-12 

- 

Hot  Springs 

- 

- 

Ark. 

Race  Track,  8-26  inch,  10-18 

inch,  26-8  inch,  16-10 

“ ------ 

- 

4 4 4 4 

* 

- 

4 4 

Hotel  Marion 

4-28  inch,  10-14 

“ ------ 

- 

Little  Rock 

- 

- 

4 ‘ 

First  Methodist  Church 

8-36 

Architect,  Chas.  Haight 

- 

New  Haven 

- 

- 

Conn. 

New  London  Inn  6-26 

inch,  8-24  inch,  79-14 

R.  W.  Gibson 

- 

New  London 

- 

- 

4 4 

United  States  Government: 
New  War  College 

7 

car  1 

oads 

Washington 

_ 

D.  C. 

Fort  Hancock 

33-10 

inch  Cols. 

- 

Sandy  Hook 

- 

- 

Fort  Terry 

36-10 

4 4 

“ ------ 

- 

Plum  Island 

- 

- 

Insane  Asylum 

138-18  inch  and  20 

‘ ‘ 

“ ------ 

- 

Washington 

- 

- 

D.  C. 

Naval  Academy 

40-15  G 

4 4 

- 

Annapolis 

- 

- 

Md. 

Fortress  Monroe 

4-28 

4 4 

“ ------ 

- 

Virginia 

- 

- 

Savannah,  Thunderbolt  and  Isle  of 

Hope  R.  R.  4-30  inch,  58-13 

“ 

“ 

Savannah 

_ 

Ga. 

Hampton  Terrace  Hotel 

1 

car 

load 

- 

N.  Augusta 

- 

- 

4 4 

First  M.  E.  Church 

4-27 

inch  Cols.  Architect,  W.  T.  Downing 

- 

Cartersville 

- 

- 

4 4 

Lake  Shore  Passenger  Depot 

4-36 

4 4 

Mahoganv  - 

- 

Chicago 

- 

- 

111. 

Oak  Park  Club  House 

4-22  inch,  4-9 

4 4 

i 4 

- 

Oak  Park 

- 

- 

‘ ‘ 

Hotel  Illinois,  6-18  inch,  6-8  inch,  8-16  inch, 

7-24  inch,  6-18 

“ 

i 4 

Bloomington 

. 

- 

“ 

White  City 

20-38 

4 4 

“ ------ 

- 

Chicago 

- 

- 

‘ ‘ 

Union  League  Club 

6-19 

4 4 

“ T Oak  - 

- 

1 1 

- 

- 

‘ ‘ 

Hospital 

48-15 

4 4 

“ ------ 

- 

Cherokee 

- 

- 

la. 

Country  Club 

8-24 

4 4 

4 4 

- 

Davenport 

- 

- 

< < 

Masonic  Temple 

4-44 

‘ ( 

4 i 

- 

Kewaunee 

- 

- 

in. 

Elks  Building 

4-24 

4 4 

4 ( 

- 

Marion 

- 

- 

Ind. 

Soldier’s  Home 

4-32  inch,  16-14 

4 4 

4 4 

- 

4 4 

- 

- 

‘ ‘ 

House  of  Mercy 

4-36  inch,  4-20 

4 4 

“ ------ 

- 

Pittsfield 

- 

- 

Mass. 

Lenox  City  Hall 

4-26 

4 4 

“ ------ 

- 

Lenox 

- 

- 

‘ ‘ 

Amherst  College 

6-32 

4 4 

Architects,  McKim,  Mead  & Wh 

ite 

Amherst 

- 

- 

4 4 

Forest  Glen  Seminary 

4-33 

4 4 

“ ------ 

- 

Forest  Glen 

- 

- 

Md. 

Bay  Shore  Park  20-18  inch,  24-15  inch,  10-14 

4 4 

Architects,  Simonson  & Pietsch 

- 

Baltimore 

- 

- 

St.  Joseph  Hospital 

15-21 

‘ ‘ 

i ( 

- 

Hancock 

- 

- 

Mich. 

Public  Library 

10-15 

‘ ‘ 

Oak  and  Birch 

- 

Battle  Creek 

- 

- 

< 4 

Library 

6-14  inch,  6-12 

“Oak 

- 

Kalamazoo 

- 

- 

4 ( 

School 

4-28  inch,  10-12 

< < 

< ( 

- 

Aberdeen 

- 

- 

Miss. 

46 


HENRY  SANDERS  CO.,  CHICAGO,  ILL. 


Durham  Library 
Y.  M.  C.  A. 

School  Building 
Allenhurst  Club 
University  Club 
Alt.  Si  nai  Hospital 
Bryant  Studio 
Meadow  Brook  Hunt  Club 
Metropolitan  Jockey  Club 
Stoney  Wold  Sanitariam 
Johnstown  Public  Library 
Steeplechase  Park  (G.  C.  Tilyou 
Colonial  Club  House 
Bronxville  Hall 
Mt.  Washington  Hotel 
Dartmouth  College 
High  School 


4-28  inch.  2-8  inch  Cols. 
4-17  '4  inch,  4-16 
2-36 

4-40  L inch,  60-14 
8-24 
4-19 
8-18 
4-18 
47-12 
22  Cols. 

8-14  inch  Cols. 
5 car  loads 
4-29  inch,  9-12  inch,  2-10  inch  Cols. 

4-28 

190  Cols. 

4-30  inch  Cc 
4-36 


4-23 

8-35 

8-28 

4-24  inch,  20-10 
6-33 


2-24  inch,  8-11  inch 


2-27 
, 2-12 
4-22 
4-20 
13-16 
8-17 


Exposition  Building,  State  Fair 
School  House 
Susquehanna  University 
Y.  M.  C.  A. 

Alinda  Preparatory  School 
Bank  Building 
Y.  M.  C.  A. 

State  Hospital  for  Insane 
Womens’  Christian  Home 
Long  Island  R.  R.  Co. 

Band  Stand  Soldier’s  Home 
Governor  Mansion  24-30  inch,  12-15  inch, 

4-11  inch,  2-13 

Public  School  4-30 

Convent,  Sisters  of  St.  Joseph  2-30  inch,  1-12 

Episcopal  See  H ouse  4-24 

Forsyth  Hotel  12-17  inch,  2-11 

Fraternity  House,  Lafayette  College,  4-24  inch,  20-10 

Almira  Home  8-24 

Auditorium  Building,  Masonic  Widows’ 

and  Orphans’  Home  4-28 

Post  Office  16-20 


Architect,  G.  O.  Totten,  Jr.  - 
Architect,  Arthur  Dillen  - 
Oak 

yi  Oak  - 
Mahogam 


Oak 

Architect,  Linn  Kinne 
Architects,  Jardine,  Kent  & Jardine 


Architect,  A.  A.  Richter  - 


Westhampton  and  Quogue 
Architect,  J.  H.  Freedlander 

Architect,  H.  J.  Klutho  - 

Architect,  H.  J.  Klutho 
Architects,  Cooper  & Davis 
Architects,  Hook  5:  Rogers 
Architects,  Wilson,  Harris  & Richards 


Oak  - 


Durham 
Elizabeth 
W est  Orange  - 
Allenhurst 
New  York  City 


Hampstead,  L.  I. 

Jamaica,  L.  I.  - 

Lake  Kushaqua 

Johnstown 

Coney  Island  - 

Johnstown 

Bronxville 

White  Mountains 

Hanover 

Fveleth 

Fargo 

M assillon 

Selins  Grove 

Sewickly 

Pittsburg 

Vandergrift 

Lebanon 

Hastings 

St.  Paul 

Long  Island 

Johnson  City  - 

Tallahassee 

Orlando 

Jacksonville 

Wilmington 

W inston-Salem 

Easton 

New  Castle 

Fort  Worth 
Salt  Lake  City 


- N.  H. 
N.J. 


- N.  Y. 


- N.  H. 

- Minn. 

- N.  D. 

- Ohio 

Pa. 


- Minn. 

- N.  Y. 

- Tenn. 

Fla. 

( ( 


- N.  C. 
Pa. 


- Tex. 

- Utah 


IIENRY  SANDERS  CO.,  CHICAGO,  ILL. 


Jamestown  Exposition: 
Missouri  State  Building 


4-24  inch  Cols. 


Virginia  State  Building,  8-27  inch,  12-16  inch,  2-10 
School  Building  6-30  inch,  2-12 

Y.  M.  C.  A.  12-15  inch,  10-14  inch,  12-11 


Waukesha  Sanitorium 
V ausau  Club 


4-29  inch, 


12-24 

4-24 


Architects,  Breese  & Mitchell  - 


Architect,  Chas.  1'.  Mott 


Residences 


W.  R.  Van  Valkenburg 
1'hos.  W.  Peagler 
C.  E.  Thomas 
J.  Y.  Erwin 
Hon.  Clifton  Sifton 
E.  N.  McCrea 
W.  P.  Eno 
Anson  Phelps  Stokes 
Hon.  P.  McGovern 
Wm.  R.  Brickell 
John  C.  Holmes 
W.  B.  Madden 
Geo.  W.  Caldwell 
C.  C.  Crowell’s  Apartment  House 
W.  H.  Flaspoller 
C.  P.  Kling  8-17/v  inch,  2-14  inch,  6-13 

J.  Fletcher,  Jr.,  Vice-Pres.  Am. 


8-28  inch,  22-E5  inch  Cols. 
9-28 

8-28  inch,  12-12 
6-24  inch,  14-12 
12-18 

4-24  inch,  12-10 
4-15 
20-19 
4-30 

4-18  inch,  20-10 
6-24  inch,  10-12 
8-26 
8-25/4 
8-18 

4-26  inch,  6-12 


Tobacco  Co. 
Brandon  Hall 
Winship  Residence 
W.  D.  Y oung 
Mr.  Olds  (Oldsmobile) 
W.  G.  Hayes 
C.  D.  Garnett 
James  J.  Butler 
Congressman  Fowler 


6-24  inch,  9-12 
8-32 

4-26  inch,  31-15 
7-27  inch,  13-12 


3-26  inch,  3-14 
4-30  inch,  9-16  inch,  10-10 
4-28 

16-31  inch,  22-12 
John  A.  McCall,  Pres.  N.  Y.  Life,  20-36  inch, 
r**  40-20  inch, [2-28  inch,  4-24  inch,  32-16  inch,  4-16/4 
Mr.  Loeb,  of  Kuhn,lLoeb  & Co.  6-24  inch,  28-12 


Architect,  C.  E.  White 


Architects,  Brocklesbv  & Smith 


Architect,  Abner  J.  Haydel 


Jamestown 

- 

Va 

Norfolk 

_ 

‘ ‘ 

Elkins 

- 

- W.Va 

Waukesha 

- 

Wis 

W ausau 

- 

“ 

Huntsville 

Ala. 

Greenville 

- 

Prattville 

“ 

Monticello 

Ark. 

Mallorytown 

Ont.,  Can. 

Sherbrooke 

One.,  “ 

Saugatuck 

- Conn. 

Collender  Point 

Hartford 

- Conn. 

Mi  am  a 

Fla. 

Macon 

Ga. 

Lemont 

111. 

Columbus 

Ind. 

Des  Moines 

Ia. 

New  Orleans  - 

La. 

Augusta 

Me. 

Chapel 

Md. 

Boston 

- Mass. 

Boston 

‘ ‘ 

Bay  City 

- Mich. 

Lansing 

- 

Meridian 

Miss. 

Wildwood 

Mo. 

St.  Louis 

“ 

Elizabeth 

N.  J. 

Long  Branch 

- 

48 


HENRY  SANDERS  CO.,  CHICAGO,  ILL. 


Simon  Guggenheim 

10-28  inch,  10-30 

inch  Cols 

- 

- 

So.  Elberon 

- N.  J. 

Wm.  H.  Seligman 

4-30 

Architect,  C.  P.  H.  Gilbert 

- 

- 

Elberon 

i i 

Dr.  Henry  Van  Dyke 

4-20 

Architects,  Cope  & Stewardson 

- 

Princeton 

i i 

J.  Mortimer  Townley 

4-28 

inch,  2-13  inch,  9-10 

Architect,  C.  MacKenzie 

- 

- 

Elizabeth 

i i 

I.  V.  Brokaw 

7-22  inch,  19-10 

Architect,  Wm.  Rose 

- 

- 

Long  Branch 

i i 

S.  M.  Bixby 

14-30 

. 

- 

- 

Caldw  ell 

- N.  Y. 

Andrew  Carnegie,  5th 

Avenue 

Residence 

- 

- 

- 

New  York  City 

1 1 

Julia  Marlow 

- 

- 

- 

Fleishmanns 

i i 

H.  H.  V reeland,  Pres. 

Metropolitan  St.  R.  R.  Co. 

- 

- 

New  York  City 

t i 

F.  H.  Cluett 

- 

- 

- 

Saratoga  Springs 

i i 

Martin  Hall 

16-28 

inc 

T Cols 

- 

- 

Great  Neck,  L.  1. 

i i 

Gilbert  House 

16-24  inch,  20-12 

. 

- 

- 

it  i i it 

i i 

E.  A.  Darling 

8-18 



- 

- 

New  York  City 

i i 

Judge  Barlow 

4-26  inch,  12-14 

Architect,  Henry  I.  Cobb 

- 

- 

Harrison 

i t 

C.  J.  Brown 

43-18 

Architect,  Horace  T.  Hatton 

- 

- 

Brighton 

i i 

Mr.  Thurnauer 

6-27  inch,  12-13  1 _> 

Architects,  Buchman  & Fox 

- 

- 

White  Plains  - 

i i 

Ernest  Ling 

4-28 

- 

- 

- 

Tarrytown 

1 1 

W.  W.  Butler 

4-22  inch,  16-14 

- 

- 

- 

Saratoga  Springs 

1 1 

Pliney  Fisk 

19-20 

- 

- 

- 

Rye 

1 1 

Bixby  Residence 

14-16 

Architect,  Wilson  Eyre 

- 

- 

Lake  George  - 

i i 

L.  C.  Hanna 

6-32 

1 

- 

- 

Cleveland 

Ohio 

Fred’k  Eaton,  (Pres.  Am.  Car 

and  Foundry  Co.) 

6-24  inc 

h,  22-12  inch,  10-9 G 



- 

- 

Berwick 

Pa. 

P.  Ballantvne 

8-28  inch,  28-14 

- 

- 

- 

So.  Montrose  - 

‘ ‘ 

F.  G.  Yorks 

4-26  inch,  8-13  G 

Architect,  Mead  B.  Ritter 

- 

- 

Bloomsburg 

‘ ‘ 

Geo.  S.  Small 

12-27/4 

inch,  7-16  inch,  8-13 

Architect,  R.  J.  Gordon  - 

- 

- 

York 

i i 

J.  A.  Forsyth 

4-28 

nch,  21-12  inch.  6-10 

Architect,  J.  A.  Dempwolf 

- 

- 

Wayne 

i i 

Alfred  Vanderbilt 

4-20  inch,  6-12 

. 

- 

- 

Newport 

R.  I. 

Hon.  J.  G.  Evans,  Ex-Gov.  So 

uth  Carolina,  4-24 

... 

- 

• - 

Spartansburg  - 

S.  C. 

R.  W.  Parsons 

4-30  inch,  16-15 

Architect,  Frank  P.  Milburn 

- 

- 

Summerville 

t < 

Z.  C.  Patten 

10-29  inch,  8-14 

Architect,  W.  T.  Downing 

- 

- 

Chattanooga  - 

- Tenn. 

J.  A.  Cable 

4-28  inch,  9-12 

- 

- 

- 

Union  City 

i i 

Isaac  Harr 

4-26  inch,  9-12 

. 

- 

- 

Johnson  City  - 

i i 

R.  T.  Faxton 

12-30  inch,  4-14 

- 

- 

- 

Chattanooga  - 

t i 

F.  C.  Bailey 

4-24 

- 

- 

Palestine 

- Texas 

Z.  T.  White 

4-28 

. 

- 

- 

El  Paso 

i i 

T.  Ashford  Hughes 

7-30 

- 

- 

- 

Dallas 

Winston  Churchill 

- 

- 

Windsor 

- Vt. 

Augustus  St.  Gaudens 

23-14 G 

- 

- 

- 

1 * 

i t 

Sen.  N.  G.  Young 

2-24  inch,  18-10 

- 

- 

- 

Buckhannon  - 

W .Va. 

